Summary for Test 2026-06-24-9-3
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1000365 DEA: 033H9014 EFIS: 0323000075 |
|---|---|
| DIST-CO-RTE-PM | 03-SOL,YOL-50,80,113-Var |
| Award Date | 09/27/2024 |
| Closeout Date | Not set |
| Work Description | HMA, RHMA, SIGN STRUCTURE, CAMERA SYSTEMS, & FO CABLE SYSTEMS. |
| Location Description | SOLANO AND YOLO COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 09/17/2024) |
Sample Information
| Sample Taken Date | 06/24/2026 | Sample Unique Key | 9 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 06/24/2026 |
| Sample type | Quality Assurance | A brief description of the sample | Lot-4 Sublot-1 |
| The quantity of what the sample constitutes | Production Start Up Evaluation | From where was the sample collected | Distributor |
| First name of sampler or witnessed by | Luis | Last name of sampler or witnessed by | Magana |
| Title of sampler | QA Technician | Telephone number of sampler | 2092250104 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | De Silva Gates - Marysville | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 4 |
| Sublot number | 1 | HMA Mix Number | MD 6736 |
| Binder content (%) | 0.0 | Virgin binder PG | PG 58-22 |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | 25 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-06-24-9
DIME Test ID: 2026-06-24-9-3
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Test Release Date: 2026-07-08
Test Results
Specified number of passes at 12.7 mm: 25000
Specimen Preparation Method: PMLC
Input Type: Measured
Tester's full name: Joshua Wilson
Date of test: 07/02/2026
Test Temperature: 122 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: 7.2 %
Air Void Content for specimen A-2: 7.2 %
Air Void Content for specimen B-1: 7.1 %
Air Void Content for specimen B-2: 7.1 %
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
Maximum impression at 5000 passes (left wheel): 2.15 mm
Maximum impression at 5000 passes (right wheel): 1.77 mm
Average impression at 5000 passes (left/right avg): 1.96 mm
Maximum impression at 10000 passes (left wheel): 2.6 mm
Maximum impression at 10000 passes (right wheel): 2.08 mm
Average impression at 10000 passes (left/right avg): 2.34 mm
Maximum impression at 15000 passes (left wheel): 2.97 mm
Maximum impression at 15000 passes (right wheel): 2.34 mm
Average impression at 15000 passes (left/right avg): 2.66 mm
Maximum impression at 20000 passes (left wheel): 3.32 mm
Maximum impression at 20000 passes (right wheel): 2.57 mm
Average impression at 20000 passes (left/right avg): 2.95 mm
Maximum impression at 25000 passes (left wheel): 3.86 mm
Maximum impression at 25000 passes (right wheel): 2.85 mm
Average impression at 25000 passes (left/right avg): 3.36 mm
Raw Data: excel
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Test was verified on 7/8/2026 ✔